20150024 Ver 1_Scoping Comments_20130717

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Acting Director Secretary
MEMORANDUM
To: Garland Haywood, NCDOT, Division 10
From: Alan Johnson, NC Division of Water Quality, MRO
Date: July 17, 2013
Subject: Scoping comments on proposed bridge replacement projects (July 8 — 10, 2013)
A scope meeting was held for the following bridges during the above referenced period.
WSB # Bridge # Proposed Replacement
17BP.I O R51 62
Bridge /Span
17BP.10.R57 143
Bridge /Span
17BP.IO.R55 65
Bridge /Span
17BP.I O R69 16
Bridge /Span
17BP.I O.R70 18
Culvert
17BP.10.R55 201
Bridge /Span
17BP.10.R56 202
Bridge /Span
17BP. I O.R60 194
Culvert
17BP.IO R74 342
Bridge /Span
17BP.10.R61 46
-Bridge /Span
17BP.10.R73 36
Bridge /Span (alternative culvert)
17BP.10.R52 70
Bridge /Span
17BP.I O R65 203
Bridge /Span
17BP.I O.R72 19
Bottomless Culvert (alternative — culvert)
17BP.10.R62 171
Bridge /Span
17BP.I O R68 175
Bridge /Span
17BP.10.R51 170 **
Not visited
General Comments:
1. Streams Classified as 303d /HWQ waters of the State: It is recommended that the most protective sediment and
erosion control BMPS be implemented in accordance with the Design Standards in Sensitive Watersheds (15A
NCAC 04B .0124) to reduce the risk to further impairment to the affected stream. It is also requested that road
design plans provide treatment of storm water runoff through best management practices as detailed in the most
recent version of the NCDWQ Stormwater Best Management Practices.
Mooresville Regional Office
Location 610 East Center Avenue, Suite 301, Mooresville, NC 28115
One
NorthCarolina
Phone- (704) 663 - 1699 \Fax. [phone]\ Customer Service. 1- 877 - 623 -6748 �atura!!�
Internet: http: / /portal ncdenr org /web /wq
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2. Be reminded of the adjacent tributaries at the following sites: Bridge #194, 4202, #143, #65, & #70
3. Culvert design. In addition to channel width, stream base flow should be taken into account in the design of culvert
width. Sills, baffles, or a smaller culvert may be necessary to maintain concentrated stream flow through the culvert.
Stream dimension shall be maintained immediately upstream and downstream of the culvert/bridge/span.
4. Prior to full design, it is requested that preliminary design of culverts be submitted for review by the regional office
staff.
The use of rip rap should be minimized for stream stabilization where soft measures can be performed. The use of
heavy coir fiber /coconut matting and coir fiber logs is encouraged for areas that may need only "temporary"
stabilization.
6. After the selection of the preferred alternative and prior to an issuance of the 401 Water Quality Certification (if
required), the NCDOT is respectfully reminded that they will need to demonstrate the avoidance and minimization
of impacts to wetlands (and streams) to the maximum extent practical.
Whenever possible, NCDWQ prefers spanning structures. Spanning structures usually do not require work within
the stream or grubbing of the streambanks and do not require stream channel realignment. The horizontal and
vertical clearances provided by bridges shall allow for human and wildlife passage beneath the structure. Fish
passage and navigation by canoeists and boaters shall not be blocked. Bridge supports (bents) shall not be placed in
the stream when possible.
Thank you for requesting our input at this time. If you have any questions or require additional information,
please contact me at 704 - 669 -1699 or alan.johnson @ncdenr.gov.
cc: Sonia Carrillo, Wetland Unit
File Copy

Johnson, Alan
To: Haywood, Luther G
Subject: RE- Site Vists for Scoping Design Criteria for 17BP Bridge Replacment Project Sites List
OK, I accept the July 8th for 10 am and also the July 9t", but might be better to meet at the first arrival site (approx time
of arrival at the site) since I am coming from Mooresville
- - - -- Original Appointment---- -
From: Haywood, Luther G
Sent: Thursday, June 13, 2013 4:04 PM
To: Nikki Honeycutt (Nikki. Honeycutt @stvinc.com); Thompson, Larry B; Howard, Joel M; Henegar, Randall C;
Amanda.Fuemmeler @usace.army.mil; Johnson, Alan; Hill, Kenneth M; Masihpour, Mojdeh; Hardister, J Dean; Clark,
Shane C; Stuffs, David S; Hunt, Charles; Huneycutt, Gary D; Bridges, Kevin A; Butler, M. Pate
Subject: Site Vists for Scoping Design Criteria for 17BP Bridge Replacment Project Sites List
When: Occurs every Tuesday effective 7/9/2013 until 9/10/2013 from 8:00 AM to 4:00 PM (GMT- 05:00) Eastern Time
(US & Canada).
Where: Division 10 Office at 716 W. Main Street, Abemalre, NC 28001
The purpose of this meeting is to gather at Division Office and proceed to riding to bridge sites shown below to scope
these in the field.
FIRM
I Str #
COUNTY
ROAD NAME
WBS #
Estimate
STV 830062 '
STANLY
OLD DAVIS RD.
17BP 10.R.51
$377,500
At
STV 120070
CABARRUS
MT. OLIVE RD
17BP.10.R.52
$512,500
SE
STV 830065
STANLY
COTTONVILLE RD.
17BP.10 R.54
$535,000
a
STV 030201
ANSON
ROCKY MOUNT CH. RD.
17BP.10.R.55
$535,000
At
STV 030202
ANSON
BURNSVILLE RD. J
17BP.10.R.56
$377,500
Al
STV 830143
STANLY
/
SOUTH STANLY SCH. RD. !
17BP.10.R 57
$512,500
MAf
STV 030194
ANSON
BLONNIE ROSS RD.
17BP.10.R.60
$400,000
Al
STV 890046
UNION
HOLLY SCHOOL RD.
17BP.10.R 61
$512,500
SE
STV 120171
CABARRUS
ROBINSON CH. RD.
17BP 10.R..62
$512,500
MAf
STV 830170
STANLY
POLE RUNNING RD.
17BP.10.R.63
$400,000
SEI
STV 120203
CABARRUS
SISK CARTER RD. -&K
17BP.10.R65
$535,000
MAf
STV 830175
STANLY
FRICK RD.
176P.10.R.68
$512,500
Ff
STV, 030016
ANSON
COX RD.
17BP.10.R.69
$512,500
DI
STV 030018
ANSON
STANDBACK FERRY RD.
17BP.10 R.70
$400,000
DI
STV 830019
STANLY
STONY HILL RD. G`-'
17BP 10.R 72
$377,500
01
STV 890036
UNION
SUGAR AND WINE RD. ,+
17BP.10.R.73
$377,500
Jf
STV 890342
UNION
BUN SIMPSON R.D
17BP.10.R.74
5490,000
SE